Discussion of “Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading” by Yoshiaki Goto, Kunsheng Jiang, and Makoto Obata
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Alper Ucak, M.ASCE [email protected], and Panos Tsopelas, M.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 134, Issue 5
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References
ABAQUS. (2004). ABAQUS analysis user’s manual, ABAQUS Inc., Providence, R.I.
Gao, S., Usami, T., and Ge, H. (1998). “Ductility evaluation of steel bridge piers with pipe sections.” J. Eng. Mech., 124(3), 260–267.
Goto, Y., Wang, Q., and Obata, M. (1998). “FEM analysis for hysteretic behavior of thin-walled columns.” J. Struct. Eng., 124(11), 1290–1301.
Nishikawa, K., Yamamoto, S., Natori, T., Terao, K., Yasunami, H., and Terada, M. (1998). “Retrofitting for seismic upgrading of steel bridge columns.” Eng. Struct., 20(4–6), 540–551.
Ucak, A., and Tsopelas, P. (2006). “Cellular and corrugated cross-sectioned thin walled steel bridge-piers/columns.” Struct. Eng. Mech., 24(3), 355–374.
Ucak, A., and Tsopelas, P. (2007). “Deformation capacities of tubular thin walled columns under bi-directional cyclic loading.” Proc., 2007 Pacific Structural Steel Conf.: Steel Structures in Natural Hazards, HERA, New Zealand, 301–306.
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© 2008 ASCE.
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Published online: May 1, 2008
Published in print: May 2008
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Graduate Student, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064. E-mail: [email protected]
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